STRUCTURAL DESIGN USING PLATE-SECTION MEMBERS WITH ECCENTRIC LATERAL BRACING

Autor:	Toru Takeuchi, Yoshiharu Kanebako, Toshiyuki Ogawa
Rok vydání:	2007
Předmět:	Engineering Buckling business.industry Section (archaeology) Architecture Eccentric Geotechnical engineering Building and Construction Structural engineering Bending business Compression (physics) Bracing
Zdroj:	AIJ Journal of Technology and Design. 13:561-566
ISSN:	1881-8188 1341-9463
DOI:	10.3130/aijt.13.561
Popis:	The authors have clarified the bucking strength of compressive plate section members with eccentric lateral support by theoretical and numerical analyses and loading tests in the previous papers, and suggested that the eccentric lateral support for plate-section column has equal effect to the support along the whole section. This paper discusses the buckling strength of the plate section members with eccentric lateral support under bending. The design method of such members relating bending and compression is suggested, followed by the applications to the plate section columns for actual buildings.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::db19dfeaf83eb3079ce67357b6f42397 https://doi.org/10.3130/aijt.13.561 Zobrazit plný text záznamu